Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2016-11-09-6
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Sample Organization Contact: (916) 227-7071
Type of Sample: Annual Source Testing
Type of Material: Cementitious
Sample Taken Date: 11/09/2016
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2016
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Unknown
From where was the sample collected: Source
Laboratory sample identification: CM165640
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mitsubishi
DIME Test ID: 2016-11-09-6-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/20/2019
Date Tested: 11/17/2016
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 3 day break
Test Result Compliance: complies
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
3308 psi
|
Compressive strength of 2nd specimen (psi)
|
3572.25 psi
|
Compressive strength of 3rd specimen (psi)
|
3059.25 psi
|
Average Compressive strength (to nearest 10 psi)
|
3310 psi
|
DIME Test ID: 2016-11-09-6-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/20/2019
Date Tested: 11/21/2016
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 7 day break
Test Result Compliance: complies
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
4416.25 psi
|
Compressive strength of 2nd specimen (psi)
|
4882.75 psi
|
Compressive strength of 3rd specimen (psi)
|
4625 psi
|
Average Compressive strength (to nearest 10 psi)
|
4640 psi
|
DIME Test ID: 2016-11-09-6-4
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/20/2019
Date Tested: 12/12/2016
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 28 day break
Test Result Compliance: complies
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
5354 psi
|
Compressive strength of 2nd specimen (psi)
|
5829 psi
|
Compressive strength of 3rd specimen (psi)
|
5776 psi
|
Average Compressive strength (to nearest 10 psi)
|
5650 psi
|
DIME Test ID: 2016-11-09-6-5
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 03/20/2019
Date Tested: 11/17/2016
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Specific gravity
|
3.15
|
Water Content
|
240 mL
|
The amount of flow (In percent)
|
90 %
|
The amount of water used (In percent)
|
68.57 %
|
Net Weight of Sample
|
850.6 grams
|
Air Content
|
6 %
|
DIME Test ID: 2016-11-09-6-6
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 03/20/2019
Date Tested: 11/17/2016
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 170 ml deionized H2O Normal 9
Test Result Compliance: complies
Additional Comments When Verified:
Type of Water Used
|
Potable
|
Time in minutes of last penetration greater than 25mm (E)
|
134 min
|
Time in minutes of first penetration less than 25mm (H)
|
135 min
|
Penetration reading at time E
|
26 mm
|
Penetration reading at time H
|
24 mm
|
Initial time of setting
|
135 min
|
Final time of setting
|
no data
|
Method Used
|
Test Method A
|
DIME Test ID: 2016-11-09-6-7
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 03/20/2019
Date Tested: 11/23/2016
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method Used
|
Test Method A
|
Test Time
|
86 seconds
|
Fineness
|
3679 cm^2/g
|